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科研机构
武汉岩土力学研究所 [42]
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期刊论文 [39]
会议论文 [3]
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2022 [2]
2021 [8]
2020 [12]
2019 [5]
2018 [2]
2017 [4]
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A Dynamic Constitutive Model for Rock Materials Subjected to Medium- and Low-Strain-Rate Dynamic Cyclic Loading
期刊论文
JOURNAL OF ENGINEERING MECHANICS, 2022, 卷号: 148, 期号: 1, 页码: 11
作者:
Zhou, Yongqiang
;
Sheng, Qian
;
Li, Nana
;
Fu, Xiaodong
;
Zhang, Zhenping
收藏
  |  
浏览/下载:48/0
  |  
提交时间:2022/01/05
Dynamic constitutive model
Rock material
Medium- and low-strain rate
Dynamic cyclic loading
Coupling effect of strain rate and damage effect
Damage evaluation of rock salt under multilevel cyclic loading with constant stress intervals using AE monitoring and CT scanning
期刊论文
JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING, 2022, 卷号: 208, 页码: 16
作者:
Zhao, Kai
;
Ma, Hongling
;
Liang, Xiaopeng
;
Li, Xiaoxiao
;
Liu, Yibiao
收藏
  |  
浏览/下载:35/0
  |  
提交时间:2022/01/05
Rock salt
Multilevel cyclic loading
Constant stress intervals
Acoustic emission
CT scanning
Damage evaluation
Calculating the attenuation of stress waves passing through an in situ stressed joint using a double nonlinear model
期刊论文
WAVES IN RANDOM AND COMPLEX MEDIA, 2021, 页码: 21
作者:
Liu, Tingting
;
Ding, Luyang
;
Zheng, Yun
;
Li, Xinping
;
Li, Chuangchuang
收藏
  |  
浏览/下载:19/0
  |  
提交时间:2022/01/05
Rock mass
in situ stress
seismic attenuation
time-domain recursive method
displacement discontinuity model
Post-fatigue properties of high-strength concrete subjected to coupled 3D fatigue-static loading
期刊论文
CONSTRUCTION AND BUILDING MATERIALS, 2021, 卷号: 306, 页码: 15
作者:
Yang, Fujian
;
Hu, Dawei
;
Zhou, Hui
;
Teng, Mao
;
Lan, Meili
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  |  
浏览/下载:75/0
  |  
提交时间:2022/01/05
Post-fatigue characteristics
High-strength concrete
Coupled 3D fatigue-static loading
Physico-mechanical properties
Fatigue damage model
Empirical prediction model
Deformation Behavior of Saturated Marine Silt under Principal Stress Rotation as Induced by Wave Loading
期刊论文
APPLIED SCIENCES-BASEL, 2021, 卷号: 11, 期号: 20, 页码: 13
作者:
Cui, Lan
;
Sheng, Qian
;
Niu, Zhenzhen
;
Chang, Liuming
收藏
  |  
浏览/下载:24/0
  |  
提交时间:2022/01/05
wave loading
saturated silt
cumulative generalized shear strain
cyclic stress ratio
cyclic loading amplitude ratio
Estimation of the critical buckling load of pile foundations during soil liquefaction
期刊论文
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2021, 卷号: 146, 页码: 11
作者:
Tang, Liang
;
Man, Xiaofeng
;
Zhang, Xiaoyu
;
Bhattacharya, Subhamoy
;
Cong, Shengyi
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  |  
浏览/下载:37/0
  |  
提交时间:2021/06/18
Liquefaction propagation
Excess pore pressure
Critical buckling load
Geometric imperfections
Pile foundation
Nonlinear Winkler foundation
Experimental study on the damage process of marble under true triaxial pre-peak unloading conditions
期刊论文
INTERNATIONAL JOURNAL OF DAMAGE MECHANICS, 2021, 期号: -, 页码: 16
作者:
Gao, Yaohui
;
Wang, Zhaofeng
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  |  
浏览/下载:17/0
  |  
提交时间:2021/08/11
True triaxial pre-peak unloading test
damage evolution
irreversible strains
dissipated energy
acoustic emission
Field test and semi-analytical simulation of unsaturated road subgrade in various water content subjected to a heavy duty truck
期刊论文
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2021, 卷号: 144, 期号: -, 页码: 12
作者:
Lu, Zheng
;
Tang, Chuxuan
;
Duan, Yahui
;
Fang, Ran
;
Yao, Hailin
收藏
  |  
浏览/下载:13/0
  |  
提交时间:2021/09/14
Field test
Unsaturated soil
Dynamic response
Stiffness matrix method
Analytical simulation
Crack initiation stress of brittle rock with different porosities
期刊论文
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2021, 页码: 16
作者:
Tang, Minghao
;
Wang, Guibin
;
Chen, Shiwan
;
Yang, Chunhe
收藏
  |  
浏览/下载:24/0
  |  
提交时间:2021/06/18
Crack initiation stress
Lateral strain
Brittle rocks
Lateral strain response
Cyclic stressing
Acoustic emissions
Evaluation Method of Rock Brittleness under True Triaxial Stress States Based on Pre-peak Deformation Characteristic and Post-peak Energy Evolution
期刊论文
ROCK MECHANICS AND ROCK ENGINEERING, 2021, 页码: 15
作者:
Zhang, Yan
;
Feng, Xia-Ting
;
Yang, Chengxiang
;
Han, Qiang
;
Wang, Zhaofeng
收藏
  |  
浏览/下载:22/0
  |  
提交时间:2021/05/25
Brittleness
Strain energy
Rupture energy
True triaxial stress
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